SW8050103_CURRENT PERMIT_20101012

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
October 12, 2010
John Marshall, Vice President
Redco Properties, LLC
PO Box 277
Kinston, NC 28501
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
Secretary
Subject: State Stormwater Management Permit No. SW8 050103 Correction
Bojangles - 2149 Lejeune Boulevard
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Marshall:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Bojanges= 2149 Lejeune Boulevard on April 18, 2006 and issued a
permit on April 21, 2006. The project was mixed up with another Bojangles being
reviewed at the same time, located in Highland Crossing, with a similar permit number
(SW8 051013). The permit issued allowed this runoff to be treated in an offsite
stormwater system, however, this project is not located within the development
referenced in the existing offsite permit and cannot use that facility for the treatment of
runoff. This project proposes a wet detention pond for the treatment of the runoff and
this corrected permit reflects that change. The plans previously approved on April 21,
2006, and reapproved October 12, 2010, remain the approved plans under this
corrected permit.
Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC
2H.1000 and Session Law 2008-211. We are forwarding corrected Permit No. SW8
050103 dated October 12, 2010, for the construction of the subject project.
This permit shall be effective from the date of issuance until April 21, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit -are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] i Customer Service: 1.877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 ANirmalive Action Employer
NorthCarolina
;Vah1rffllY

State Stormwater Management Systems
Permit No. SW8 050103 Correction
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis or me at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/ arl: S:IWQSISTORMWATERIPERMIT1050103.oct10 corrected
cc: Joe Avolis, P.E.; Avolis Engineering
Onslow County Building Inspections
Pat Donovan -Potts, Stormwater Administrator City of Jacksonville
Wilmington Regional Office Stormwater File
Page 2 of 8

State Stormwater Management Systems
Permit No, SW8 050103 Correction
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Redco Properties, LLC
Bojangles Restaurant
2149 Lejeune Boulevard, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond(s) in.
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') the approved stormwater management plans and specifications and
other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 21, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 53,087 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allocation of built -upon area for
any future development.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, ?cres:
1.65
Onsite, ft .
72,005
Offsite, ft2:
0
b.
Total Imperviou§ Surfaces, ft2:
53,087
Onsite, ft .
53,087
Offsite, ft2:
0
C.
Design Storm, inches:
1.0
d.
Average Pond Design Depth, feet:
5.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool (PP) Elevation, FMSL:
26.92
9.
Permanent Pool Surface Area, ft2:
3,738
h.
Permitted Temporary Storage Volume, ft3:
±8,300
i.
Temporary Storage Elevation, FMSL:
28.62
j.
Controlling Orifice:
1" O pipe
k.
Permitted Forebay Volume, ft3:
2,121
I.
Fountain Horsepower
NIA (PPV <30000 co
o.
Receiving Stream/River Basin:
Northeast Creek 1 WOK02
p.
Stream Index Number:
19-16-(0.5)
q.
Classification of Water Body:
"SC NSW'
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. A Decorative spray fountain will not be allowed in the stormwater treatment
system, because the permanent pool volume is less than 30,000 cubic feet.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted.facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations. .
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times..
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for the life of the permit.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the owner or of the project, or a mailing address change, the
permittee must submit a completed and signed Name/Ownership Change Form
to the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. The approval of this request will'be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction,
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified, corrected and reissued this the 12th day of October 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
pr uoieerr n. bunins, uirecior
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
Bojangles - 2149 Lejeune Boulevard
Stormwater Permit No. SW8 050103
Onslow Count
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 050103 Correction
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system. I
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. ' Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 8 of 8

OFFICE IJSE ONLY
Date Received Fee Paid Permit Number
1 =l0-D �(ala 0'!6 U
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Redco Properties_LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
John Marshall, Esq., Vice President
3. Mailing Address for person listed in item: 2 above:
P.O. Box 277
Ciry: Kinston
Telephone Number- ( 252 ) 522-0191
State: NC
Zip: 28501
4. Project !game (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Bojangle's Restaurant
5. Location of Project (street address):
2149 Lejeune Boulevard
City: Jacksonville County: Onslow
6. Directions to project (from nearest major intersection):
From the intersection of NC Highway 17 and NC Highway 24 travel east along NC
Highway 24 approximately 1.5 miles. Project site will be located on the left
side of the road.
7. Latitude: N 34' 45' Longitude: W 770 35' of project
8. Contact person who can answer questions about the project
Name: Joseph C. Avolis, P.E. Telephone Number: ( 252 ) 633-0068
H. PERMIT INFORMATION:
i
1. Specify whether project is (check one): X New
Form SWU-101 Version 3.99 Page 1 of 4
Renewal Modification

2.- if this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number NIA and its issue date (if known)
3. Specify the type of project -(check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control �404/401 Permit `NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,. summarize how storm water will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff will be collected by curb and gutter and redirected to the forebay
area of the stormwater pond located adjacent.to LIberty Road. From'' -there it will
exit the pond through a rip rap outlet into an existing grass lined drainage swale.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Project Area: 1.75 acres 4. Project Built Upon Area: 73.7 ib
5. How many drainage areas does the project have? I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet xvith the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Northeast Creek
Receiving Stream Class
SC- NSW
Drainage Area
72,005 SF
Existing Impervious` Area
62,825 SF
Proposed Impervious'Area
53,087 SF
96 Impervious` Area (total)
73. 7%
Impervious' Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
4 268 SF
On -site Streets
N/A
On -site Parking
46,249 SF
On -site Sidewalks
2,570 SF
Other on -site
N/A
Off -site
N/A
Total: 53,087 SF
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
Sidewalks, gravel dreas, etc..
Form SWU-101 Version 3.99 Page 2 of 4

M
7. How was the off -site impervious area listed above derived? NSA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all .
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each Iot must be provided as an attachment.
1. The following covenants are Intended to ensure ongoing compliance with state stormwater management permit number
as Issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
Z. No more than 53,087 square feet of any lot shall be covered by structures or impervious materals.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess. of the permitted amount requires a state stormwater management permit modification prior to
constriction.
5. All permitted runoff from outparcels or future development shall be directed Into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shalt include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the Iand, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BA4P specified for this project. Contact the Stormv<'ater and General Permits Unit at [phone] for the status
and availabili ty of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form, lOS
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VL SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
V1I. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Avolis Engineering, P.A.
Mailing Address: P.O. Box 15564
City: New Bern State: NC Zip: 2856
Phone: (_252 L 633-0068 Fax: ( 252 ) 633-6507
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Genera! Informa Lion, item 2) _John Marshall
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective will be re ded, and that the proposed project complies with the requirements of 15A
NCAC 2H .10� ,t 2f, i . /') _
Signature:
ohn Maishall, Esq., Vice President
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. -t��0 /0—:�;
(to be provided byDWQ)'
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater_Manauement Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: gol angle' s Restaurant
Contact Person: Joseph C. Avolis, P.E. Phone Number: (252 ) 633-0068
For projects with multiple basins, specify which basin this worksheet applies to: N/A
elevations
Basin Bottom Elevation 21 - 4 2 ft.
Permanent Pool Elevation 26. 92 ft.
Temporary Pool Elevation 28.62 ft.
(floor of the basin)
(elevation. of the orifice)
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area ' 3 r 7 3 8 sq. ft. (water surface area at the orifice elevation)
Drainage Area 1 .65 ac, (on -site and off -site drainage to the basin)
Impervious Area 1.22 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 8,322 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume ?5C,�'0-4i44 - cu. ft. (volume detained above the permanent pool)
Forebay Volume 2,121 Cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA1
Diameter of Orifice
Design Rainfall
Design TSS Removal 2
4.76
1 in.
1 in.
90 %
(surface area to drainage area ratio from DWQ table)
(2 to S day temporary pool draw -down required)
(minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been net, attach justification.
Applicants Initials
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
f. ' The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) OCi 0 does not incorporate a vegetated filter at the nutlet.
This system (check ogre) OaWa 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, tiprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate mariner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4 -1 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 4 - 1 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 2 6. 9 2
Sediment Rc oval El. 2 2 . $ 75 6
----------
__-_ _ Sediment Removal Elevation 22.8 75%
Bottom Ele anon 21 . 4 2 %--------------------------------------------- ----
Bottom Elevation 21 . 4 2 25%
FOR -BAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-1o2 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: John Marshall, Esq.
Title: Vase President
Address:_._ Redco RKgpe ties, LLC P.O._Box _277 Kinston, NC 28501
Phone: (2-0191�_ _ n
Signature:
Date: (91-
Note: The legMLy-r�ponsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, Zz,,,&/i a Notary Public for the State of
County of _�e2,o,` , do hereby certify that �hh y �� f �ZZ
personally appeared before me this ;2 day of and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires "
Form SWU-102 Rev 3.99 Page 4 of 4

State Stormwater Management
Permit ' SW8 050103 Correction
Bojangles - 2149 Lejeune Boulevard
Stormwater Permit No. SW8 050103
oeslow County
Designer's Certification
I, _: ��C, lk (7 &V46 m , as a duly registered in the
State of North Carolina, having been authorized to obsery pedodtcally weekly/ full
time) the construction of the project,
(Proje
- r.
for qf04�r4lr'5,GLG (Project Owner) hereby state that, -to the
best of my abilities, d e care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications,
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
• "EAL
Registration Nu Y
Date
_— f F_ _ _ __ _ __--�5� Mom#
15
Page 7 of 8

State Stormw- ' -�r Management Systems
Permit N_. SW8 050103 Correction
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage. .
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that. the runoff is directed into the system.
The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
��7_
Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
0. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
�2. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided. 06-k-Ad #W//z
4. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
4=4-6. The required system dimensions are provided per the approved plans.
4�
1 All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 8 of 8